Plans (99) OFFICE COPY
RECEIVED �� °NRF
OCT 2 3 2018 a���886118PECirkReal�
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STRUCTURAL NOTES
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BUILDINGDVSON it‘T1:1Q`� e
01.0 GENERAL NOTES M.COo '
06.0 W000 FRAMING
lExPIREs;113n-i 9 7
1, These notes set minimum standards for construction.The drawings govern over the Structural Notes 1. All parallel strand lumber(LVL)beams to meet the following criteria;
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to the extent shown.
2. Contractor shall verify all dimensions and conditions on drawings and in field.Coordinate locations of F2600psi
openings through floors,roofs and walls with architectural,mechanical and electrical lana.Noti Fv== 228 85 psi E
owner's representative of any discrepancies. p E=1,900,000 psi p
3. Construction means,methods and all necessary temporary support prior to completion of vertical and 2. Approved
ami ed manufacturers:
joist hangers,RedBuilto LLC,LP Building Products or son Strong-Tie'.,a Weyerhaeuser business.
lateral load systems is the sole responsibility of the contractor. ng post caps,tabulatedetc.,maxi)u bc'p capacities er installed per 0
4 Compliance with all safety and OSHA requirements is the sole responsibility of the contractor. manufacturer's recommendations forrssurtreated meelumberumshall
be with fasteners hot dippede
5. All work shall be in compliance with 2014 edition of the"Oregon Structural Specialty Code"(OSSC)as holes.galvanized and anchors with
pressure galsnixe (2.0 ersqa 2 Max coatedr stainlessor hot lnails 101
amended by all other state and focal codes,permits,and buildingdepartmentapply. ces. Framing and attached anchors
owith hot dippedtgalvanized locations
nse p per to weather foot)aretobeststeelsteel
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6. Where reference is made to ASTM,AISC,ACI or other standards,the Code referenced issue shall with stainless stel fastteners installed at exterior local ons eRlosetl to to stainless steel �yj
apply. 3, All bolts for wood to steel or wood to wood connections and in manufactured connectors shall be i R.
T. Design Criteria: ASTM A307,Grade A unless otherwise noted.Provide standard plate washers under all bolt heads
Table 1604.5 Risk Category 11 and nuts in contact with wood.Use hot dipped galvanized washers in contact with pressure treated
Roofs lumber.
Dead load 15 psf 4. Ali nailing shall be per Table 2304.9.1 of the IBC. Nails caked for on the drawings shall be common
Live toad(snow) 20 psf per 1808.1 for Plywood nailing;box nails for framing;aridtype
maximum
Floor Dead load 12 pat capacity of hangers and connectors.Nail heads shall not recommended bymanufacturer for
1 Live load 40 psf panels. penetrate the face veneer of plywood
5. Cutting and notching of joists not allowed,A one-inch(1")diameter hole may be drilled in the center 1
8. Details shown on the drawings are intended to apply at ell similar conditions and locations. 113 of width of member depth.All other holes shall be approved. L
9. Do not scale infoation from drawings. 6. Studs maybe notched in the lower 1/5 of the height of stud for electrical and plumbing pipes,but no
part of the notch is to be deeper than 25 percent of width of stud.Holes of diameters up to 113 of width
of stud may be drilled in stud but not in center 1/3 of height.The edges of drilled holes are to be at
least 5/8-inch from the face of the stud.
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CITY OF TIGARD c,
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(N)(2)1 314 x 5 1/2 LVL IN(E)WALL MAIN FLOOR TO t 861182E
SECOND FLOOR.ADD(2)1 314 x 51/1 LVL IN(E)PONY
WALL IF STUD DOES NOT ALIGN WITH(N)POST OREGON,‘
`e ilk I (E)WALL TO BE REMOVED Iii CON
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(E)6x6 POST TO BE REMOVED II I
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(E)PONY WAIL ON 6. i "CONCSEMEWALL
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(E)WALL TO BE REMOVED-_ (N)(2)1 3/4 x 5112 LVL IN(E)WALL. -❑ i 5
(E)WALL TO BE REMAIN
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